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Showing posts with label assemblies. Show all posts
Showing posts with label assemblies. Show all posts

Friday, September 16, 2011

PPP - Use and Occupancy


Chapter 3 - Use and Occupancy

This chapter is determined by Architect. The use group, which is detailed in the chapter, describes how the building will be used by occupants. It's important to review Chapter 3 for special structural criteria such as fire rating, fire separation, and loads. Other special detailed requirements are specified in Chapter 4.

The Use Groups are, as specified:
  • A = Assembly
  • B = Business
  • E = Educational
  • F = Factory
  • H = High Hazard
  • I = Institutional
  • M = Mercantile
  • R = Residential
  • S = Storage
  • U = Utility and Misc.

The following is a description of usage:

Assembly Group A – Gathering together of persons for purposes such as civic, social or religious functions, recreation, food or drink consumption or awaiting transportation.

  • A-1 Fixed seating intended for the production and viewing of performing arts or motion pictures
  • A-2 Intended for food and/or drink consumption
  • A-3 Intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A
  • A-4 Intended for viewing of indoor sporting events and activities with spectator seating
  • A-5 Intended for participation in or viewing outdoor activities

Business Group B – Office, professional or service-type transactions

Educational Group E – Six or more persons at any one time for educational purposes through the 12th grade

Factory Group F – Assembling, disassembling, fabricating, finishing, manufacturing, packaging, repair or processing operations

  • F-1 Factory Industrial Moderate-Hazard
  • F-2 Factory Industrial Low-Hazard

High-Hazard Group H – Manufacturing, processing, generation or storage of materials that constitute a physical or health hazard in quantities in excess of limits established by the Code

  • H-1 Detonation hazard
  • H-2 Deflagration hazard or a hazard from accelerated burning
  • H-3 Support combustion or present a physical hazard
  • H-4 Health Hazards
  • H-5 Semiconductor facilities and comparable research and development areas in which hazardous production materials are used

Institutional Group I – People having physical limitations because of health or age are harbored for medical treatment or other care or treatment; people detained for penal or correctional purposes

  • I-1 Housing more than 16 persons, on a 24-hour basis, who, because of age, mental disability or other reasons, live in a supervised residential environment. The occupants are capable of responding to an emergency with help from staff.
  • I-2 Medical, surgical, psychiatric, nursing or custodial care on a 24-hour basis of more than five persons who are not capable of self-preservation.
  • I-3 Inhabited by more than five persons who are under restraint or security.
  • I-4 Occupied by persons of any age who receive custodial care for less than 24 hours by individuals other than parents or guardians, relatives by blood or marriage, or adoption.

Mercantile Group M – Display and sale of merchandise, and involves stocks of goods, wares or merchandise incidental to such purposes and accessible to the public

Residential Group R – Provides sleeping accommodations when not classified as an Institutional Group I

  • R-1 Residential occupancies where the occupants are primarily transit in nature (less than 30 days)
  • R-2 Residential occupancies containing more than two dwelling units where the occupants are primarily permanent in nature
  • R-3 Residential occupancies where the occupants are primarily permanent in nature and not classified as R-1, R-2, R-4 or I; and where buildings do not contain more than two dwelling units; or adult or child care facilities that provide accommodations for five or fewer persons of any age for less than 24 hours
  • R-4 Residential Care/Assisted Living Facilities, including more than five but not more than 16 occupants, excluding staff
  • R-5 One and Two Family Dwellings (detached dwellings and townhouses) not more than three stories in height with a separate means of egress and their accessory structures

Storage Group S – For storage that is not classified a hazardous occupancy

  • S-1 Moderate-Hazard Storage
  • S-2 Low-Hazard Storage

Utility and Miscellaneous Use Group U – Buildings and structures of an accessory character and miscellaneous structures not classified in a specific occupancy

Thursday, August 6, 2009

BDCS Notes - Floor Construction


SUPERSTRUCTURE

FLOOR CONSTRUCTION

STRUCTURAL FRAME

  • Spans and tables for long-span concrete construction are based on mild reinforcing steel.
  • For spans exceeding 40 ft., consider post-tensioning.
  • When building concrete frames, consider embedded items such as conduits and penetrations for ducts and pipes when coordinating a structural system.
  • Concrete may have less flexibility for locating large duct openings close to beam lines or small penetrations immediately adjacent to columns.

TYPES OF CONCRETE FLOOR CONSTRUCTION

  • Flat Plate:
    • Simple flat plate with four columns makes a typical bay.
    • Columns are typically spaced 20’-25’ apart, on center.
  • Flat Slab:
    • Drop panel placed near transfer between column and slab.
    • Typical dimensions for drop panel are 1/16 of span for each direction.
    • The majority of columns designed under this loading system are square in cross-section, but can be circularly shaped as well (as an optional design).
    • Typical spacing of columns is 25’-30’ apart, on center.
  • Banded Slab:
    • Transfers are extended, in a beam-like way, through parallel columns.
    • Typical spacing of columns is 25’-30’ apart, on center.
  • Joist Slab:
    • Extended transfers/girders are laterally braced by joists running perpendicular to the transfers/girders.
    • Typical spacing of columns is 30’-40’, apart, on center.
  • Skip Joist:
    • Extended transfers/girders are laterally braced by joists, thicker, and more widely spaced, running perpendicular to the transfers/girders.
    • Typical spacing of columns is 30’-40’, apart, on center.
  • Waffle Slab:
    • A continuation of perpendicular joists meshing into one another in 3’-4’ inch intervals.
    • Gaps filled with concrete near the column transfer.
    • Typical spacing of columns is 30’-40’, apart, on center.
  • One-Way Slab:
    • Columns and beams are precast in concrete and erected to support the flooring.
    • Beams in columns can span a maximum of 60’, typically.
    • Spacing between beams (or bay spacing) is 18’-27’, typically.
  • Two-Way Slab:
    • Beams run through the top of columns two ways, perpendicular and parallel.
    • In both directions, typical spacing between beams is 30’-40’ apart, on center.

FLOOR STRUCTURE ASSEMBLIES

  • Wood Joist
    • Hierarchy of assembly is placing of the wood joist, with the subflooring nailed into the top transverse side of the joist, followed by the ceiling being set in underneath.
    • Typical depth is 7-13 inches.
    • Nominal joists typically used are 2X6, 8, 10, and 12.
    • Dead load typically supported is 5-8 PSF.
    • A suitable live load ranges from 30-40 PSF.
    • A span range for wood joists has a maximum of 18’.
    • The main mechanism for failure is deflection.
  • Wood I-Joists / Wood Trusses
    • Wood I-Joist / Truss is placed, and in a similar fashion as the wood joist, the subflooring is nailed atop the members and the ceiling set in underneath.
    • Typical depth is 13-21 inches.
    • Nominal joists are 12, 14, 16, 18, and 20 inches.
    • Dead load typically supported is 6-12 PSF.
    • A suitable live load ranges from 30-40 PSF.
    • A span range for wood I-joists is 12’-30’.
    • The main mechanism for failure is deflection.
  • Wood Beam and Plank
    • Wood beam is placed, and plank is nailed on top transverse side of beam.
    • Typical depth is 10-22 inches.
    • Nominal joists are 2, 3, and 4 inches.
    • Dead load typically supported is 6-16 PSF.
    • A suitable live load ranges from 30-40 PSF.
    • A span range for wood beams is 10’-22’.
  • Glue-Laminated Beam and Plank
    • Glulam is placed, and plank is nailed on top transverse side of beam.
    • Typical depth is 8-22 inches.
    • Nominal joists are 2, 3, and 4 inches.
    • Dead load typically supported is 6-20 PSF.
    • A suitable live load ranges from 30-40 PSF.
    • A span range for glulams is 8’-34’.
  • Steel Joist with Subflooring
    • Steel joist is framed with wood nailer placed on top of joist. Subflooring is attached atop the nailer, and ceiling set in below.
    • Typical depth is 9-31 inches.
    • Nominal joists are 8-30 inches.
    • Dead load typically supported is 8-20 PSF.
    • A suitable live load ranges from 30-40 PSF.
    • A span range for steel joists is 16’-40’.
    • The main mechanism for failure is deflection.
  • Steel Joist with Concrete Slab
    • Steel joist is framed with steel decking placed on top of joist. A concrete slab is attached atop the nailer, and ceiling set in below.
    • Typical depth is 11-75 inches.
    • Nominal joists are 8-72 inches.
    • Dead load typically supported is 30-110 PSF.
    • A suitable live load ranges from 30-100 PSF.
    • A span range for steel joists is 16’-60’.
    • The main mechanism for failure is deflection.
  • Lightweight Steel Frame
    • A structural steel frame has the subflooring attached atop it, and ceiling set in below.
    • Typical depth is 7-12 inches.
    • Nominal sizes can vary.
    • Dead load typically supported is 6-20 PSF.
    • A suitable live load ranges from 30-60 PSF.
    • A span range for a steel frame is 10’-22’.
  • Structural Steel Frame
    • A steel beam is either welded or bolted in place, with steel decking placed atop it, followed by a concrete slab atop that. Ceiling is set in beneath.
    • Typical depth is 9-15 inches.
    • Nominal beams vary in sizes (check AISI).
    • Dead load typically supported is 35-60 PSF.
    • A suitable live load ranges from 30-100 PSF.
    • A span range for a steel frame is 16’-35’.
    • The main mechanism for failure is deflection.
  • Structural Steel Frame (with Precast Concrete)
    • A steel beam is either welded or bolted in place, with steel decking placed atop it, followed by a concrete slab atop that. Ceiling is set in beneath.
    • Typical depth is 8-16 inches.
    • Precast structural concrete is 16-48 inches wide, 4-12 inches deep.
    • Dead load typically supported is 40-75 PSF.
    • A suitable live load ranges from 60-150 PSF.
    • A span range for a steel frame is a little less than 35’. Max of 50’.
    • The main mechanisms for failure are deflection and creep.
  • Precast Concrete
    • Concrete girder/beam is set in place. Precast concrete is set in panels above the girder/beams, following by a concrete topping over that.
    • Typical depth is 6-12 inches.
    • Precast structural concrete is 16-48 inches wide, 4-12 inches deep.
    • Dead load typically supported is 40-75 PSF.
    • A suitable live load ranges from 60-150 PSF.
    • A span range for precast concrete is a little less than 35’. Max of 60’.
    • The main mechanisms for failure are deflection and creep.
  • One Way Concrete Slab
    • Concrete girder/beams (with rebar and running parallel) are set in place.
    • Typical depth is 4-10 inches.
    • Dead load typically supported is 50-120 PSF.
    • A suitable live load ranges from 40-150 PSF.
    • A span range for one-way is 10’-20’. More is allowed with post-tensioning.
    • The main mechanisms for failure are deflection and creep.
  • Two Way Concrete Slab
    • Concrete girder/beam (with rebar and running perpendicular) and slab are set in place.
    • Typical depth is 4-10 inches.
    • Dead load typically supported is 50-120 PSF.
    • A suitable live load ranges from 40-250 PSF.
    • A span range for one-way is 10’-30’. More is allowed with post-tensioning.
  • One Way Ribbed Concrete Slab
    • Concrete ribs (with rebar and with ribs running parallel) and slab are set in place.
    • Typical depth is 8-22 inches.
    • Typical pan forms are 20-30 inches wide, 6-20 inches deep.
    • Dead load typically supported is 40-90 PSF.
    • A suitable live load ranges from 40-150 PSF.
    • A span range for one-way is 15’-50’. More is allowed with post-tensioning.
    • The main mechanism for failure is creep.
  • Two Way Ribbed Concrete Slab
    • Concrete ribs (with rebar and with ribs running perpendicular) and slab are set in place.
    • Typical depth is 8-22 inches.
    • Typical dome forms are 19X19 or 30X30, 6-20 inches deep.
    • Dead load typically supported is 75-105 PSF.
    • A suitable live load ranges from 60-200 PSF.
    • A span range for two-way is 25’-60’. More is allowed with post-tensioning.
    • The main mechanism for failure is creep.
  • Concrete Flat Slab
    • Column is placed, topped with capital and drop panel. Concrete flat slab abuts into drop panel with rebar running through both
    • Typical depth is 6-16 inches.
    • Minimum slab thickness (without drop panel) is 5 inches. With drop panel, thickness is 4 inches.
    • Dead load typically supported is 75-170 PSF.
    • A suitable live load ranges from 60-250 PSF.
    • A span range for a concrete flat slab is 20’-40’. A max of 70’ is allowed with post-tensioning.
    • The main mechanism for failure is creep.
  • Precast Double Tee
    • Double tee and topping above, both of which are preset, are set in place together.
    • Typical depth is 8-18 inches.
    • Typically 48, 60, 72, 96 and 120 inches wide, 6-16 inches deep.
    • Dead load typically supported is 50-80 PSF.
    • A suitable live load ranges from 40-150 PSF.
    • A span range for a double tee is 20’-50’
    • The main mechanism for failure is creep.
  • Precast Tee
    • Single tee and topping above, both of which are preset, are set in place together.
    • Typical depth is 18-38 inches.
    • Typically 16-36 inches deep.
    • Dead load typically supported is 50-90 PSF.
    • A suitable live load ranges from 40-150 PSF.
    • A span range for a precast tee is 25’-65’. A max of 70’ is allowed with post-tensioning.
    • The main mechanism for failure is creep.
  • Composite
    • Steel beam is welded/bolted in place. A welded shear connection holds the composite metal decking atop the top flange, and a concrete slab is placed on top of that.
    • Typical depth is 4-6 inches.
    • Nominal beams vary in sizes (check AISI).
    • Dead load typically supported is 35-70 PSF.
    • A suitable live load ranges from 60-200 PSF.
    • A span range for composite framing is up to 35’.
    • The main mechanism for failure is deflection.
  • Concrete Flat Plate
    • Columns effectively sandwich a concrete flat plate running in between in cross section.
    • Typical depth is 5-14 inches.
    • Dead load typically supported is 60-175 PSF.
    • A suitable live load ranges from 60-200 PSF.
    • A span range for a concrete flat plate is 18’- 35’.
    • The main mechanism for failure is creep.